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Home My WebLink AboutCivil Plans - Site PlanN00°12'56"E 45.00'N00°12'56"E 80.00'N05°09'37"E 55.19'N45°49'55"E35.16'S88°58'53"E 91.10'S00°12'56"W 120.00'S88°58'53"E 49.56' S88°58'53"E 69.11' N88°58'53"W 75.31' N88°58'53"W 117.00'N00°12'56"E21.00'N88°58'53"W 28.00' S88°58'53"E 19.01'FORMER INDIANA UNION TRACTION CO.ROW (NOW ABANDON) SHOWN PER PLATDEED RECORD 106 PAGE 5INSTR.#1915011024N00°12'56"E 14.00' POINT OF COMMENCEMENT DELTA=0°37'27" R=3848.33' T=20.96' L=41.92' CH BRG=S16°20'15"W CH LEN=41.92' DELTA=1°15'56" R=3782.33' T=41.78' L=83.55' CH BRG=S15°42'03"W CH LEN=83.55'COLLEGE AVENUEE 105TH STREET JESSUP BOULEVARDP.O.B. 5 7 4' PROPOSED ROW STAFF PARKING PARENT/PUBLIC PARKING 9 10 5' FRONT BSLP3 P2 P1 H1 A1 A4 A4 A2 A2 H2 H2 P4 P4 P5 P5 P5 P5 P5 A3 A3 A5 A5 A5 A6 A6 A2 A6 P4 P1 H1 P5 A2 A7 A6A2 A5 A5 A2 A2 S1 S3 S2 S2 S2 S2 SITE DATA SITE AREA = 0.84 AC BUILDING AREA = 6,887.46 SF PERCENT IMPERVIOUS = 68.69% ZONING = B-1 (HP-OL) FRONT YARD BSL REQUIRED = 5 FT FRONT YARD BUFFER = 5 FT REAR YARD BSL REQUIRED: NEXT TO RESIDENCE = 15 FT NEXT TO BUSINESS = 10 FT REAR YARD BUFFER = 5 FT SIDE YARD BSL REQUIRED = 10 FT SIDE YARD BUFFER = 5 FT PARKING REQUIRED: PARKING REQUIREMENT: 1 PER 1,000 SF OF GROSS FLOOR AREA PARKING REQUIRED = 7 SPACES PARKING DIMENSIONS = 9' x 20' OR 10'x18' BIKE PARKING REQUIRED = 2 SPACES PARKING PROVIDED: 30 - STANDARD SPACES 1 - ADA SPACES 31 - TOTAL SPACES SITE PLAN NOTES PAVEMENT STANDARD DUTY CONCRETE WITH 1' CHAMFERED CORNERS RIGHT-OF-WAY CONCRETE WITH 1' CHAMFERED CORNERS MATCH EXISTING PAVEMENT RIGHT-OF-WAY CURB BY OTHERS - CONTRACTOR TO COORDINATE WITH THE CITY OF CARMEL EXISTING ASPHALT PAVING TO REMAIN. HARDSCAPE CONCRETE SIDEWALK RIGHT-OF-WAY IMPROVEMENTS BY OTHERS. CONTRACTOR TO COORDINATE WITH CITY OF CARMEL ROADWAY PROJECT ACCESSORIES BIKE RACK 6' WHITE PVC PRIVACY FENCE EXISTING WOOD PRIVACY FENCE TO REMAIN 4' BLACK DECORATIVE FENCE/RAILING 4' WHITE PVC PRIVACY FENCE FENCE GATE TRASH STORAGE AREA SIGNAGE & MARKINGS ACCESSIBLE PARKING SPACE - EXISTING SIGNS TO BE RELOCATED 4" PAINTED WHITE SOLID LINES (TYP) 4" PAINTED WHITE SOLID LINE ISLAND ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BUILDING SETBACK LINE BOUNDARY LINE CISTERN DRINKING FOUNTAIN FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD FLAG POLE PARKING METER POST SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE GATE POST COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER SEPTIC TANK PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (3 HEAD) PARKING LOT LIGHT (4 HEAD) PARKING LOT LIGHT (2 HEAD) CONCRETE PAVEMENT DISTRIBUTION BOX ROW RIGHT OF WAY BSL BUILDING SETBACK LINE ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION 12 PARKING COUNT PAVEMENT SITE PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES SECTION LINE W240361 C200 SITEC200SITE PLANW24.0361GBW24.036105/01/2024ECGBTHE FAMILY PLACE ACADEMY10455 N. COLLEGE AVENUE, CARMEL, IN 46280P1 P2 P3 H1 H2 A1 A2 S1 10 9abcd 8 7 6efgh109876 5 4 3 2 Part of the NW/4 of Section 12, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONgALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecturexx/xx/20xxPROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W S N E Know what's below. before you dig.Call R 50' MAXIMUM CURB JOINT DETAIL TOP OF CURB (NO SCALE) NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT DISTANCE 10 FEET FOR TANGENT SECTIONS AND 5 FEET FOR RADIUS SECTIONS. PAVEMENT TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS BOTTOM OF CURB 24" A-A Section B-B Section A-A Diagram 1: Bicycle Rack Type Mounting Surface Diagram 2: Bicycle Parking Location and Design BICYCLE PARKING DETAIL (NO SCALE) STANDARD DUTY CONCRETE PAVING SECTION (NO SCALE) 4"-#53 AGGREGATE (INDOT) 4" CONC. (4000 PSI) W/FIBER ADDITIVE PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS. MAY REQUIRE TREATMENT BEFORE PAVING. P4 NOTE MULTI-USE PATH AND NEW CURB AND GUTTER ALONG COLLEGE AVE. ARE PART OF THE PROPOSED STREETSCAPE IMPROVEMENTS BY OTHERS. CONTRACTOR TO COORDINATE WITH THE CITY OF CARMEL P5 A3 A4 A5 A6 A7 S2 S3